SEISMIC EVALUATION OF CUMULATIVE LOW-CYCLE FATIGUE IN STEEL MOMENT FRAME CONNECTIONS

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

MIRZAHOSSEINI M.; GERAMI M.; BORHANI E.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: STRUCTURE AND STEEL Year:2015 | Volume:11 | Issue:17 Page(s): 25-34

Download Full-Text

Persian Verion

View:

872

Download:

Cites:

Information Journal Paper

Title

SEISMIC EVALUATION OF CUMULATIVE LOW-CYCLE FATIGUE IN STEEL MOMENT FRAME CONNECTIONS

Author(s)

MIRZAHOSSEINI M. | GERAMI M. | BORHANI E. | Issue Writer Certificate

Keywords

FLEXURAL FRAMEQ2

LOW CYCLE FATIGUEQ2

BEAM COLUMN CONECTIONQ2

CUMULATIVE FATIGUEQ2

RAIN FLOW METHODQ2

Abstract

After Northridge earthquake, many researches were introduced LOW CYCLE FATIGUE as one of the reasons of failure of connections under cyclic earthquake loads.The most of the studies of LOW CYCLE FATIGUE in flexural steel frame structures, has been experimentally and analyticaly done in local scale. Therefore, the evaluation of all critical points of structure and the effect of seismic parameters in global scale is necessary. In the present study modelling and dynamical analisys of an flexural steel frame and also the effect of LOW CYCLE FATIGUE under various earthquakes in the mentioned frame connections has been investigated. The amount of damage or decrease in fatigue life has been properly coordinated with response of various earthquakes. On the other hand, the result shows that the increase of the first acceleration of earthquake leads to increase of damage due to fatigue in connections. Also, as time of earthquake decreases down to 68 percent, the fatigue damage in connection has been decreases about 17 percent.

Cites

No record.

References

No record.

Cite

APA: Copy

MIRZAHOSSEINI, M., GERAMI, M., & BORHANI, E.. (2015). SEISMIC EVALUATION OF CUMULATIVE LOW-CYCLE FATIGUE IN STEEL MOMENT FRAME CONNECTIONS. STRUCTURE AND STEEL, 11(17), 25-34. SID. https://sid.ir/paper/136657/en

Vancouver: Copy

MIRZAHOSSEINI M., GERAMI M., BORHANI E.. SEISMIC EVALUATION OF CUMULATIVE LOW-CYCLE FATIGUE IN STEEL MOMENT FRAME CONNECTIONS. STRUCTURE AND STEEL[Internet]. 2015;11(17):25-34. Available from: https://sid.ir/paper/136657/en

IEEE: Copy

M. MIRZAHOSSEINI, M. GERAMI, and E. BORHANI, “SEISMIC EVALUATION OF CUMULATIVE LOW-CYCLE FATIGUE IN STEEL MOMENT FRAME CONNECTIONS,” STRUCTURE AND STEEL, vol. 11, no. 17, pp. 25–34, 2015, [Online]. Available: https://sid.ir/paper/136657/en

Related Journal Papers